Footwear sole

ABSTRACT

A shoe sole having a bottom surface with a plurality of stud clusters extending therefrom is provided, each stud cluster comprising at least two studs connected via one or more connection elements, wherein, to optimise the manner in which the stud clusters deal with forces applied to them during ground contact, each stud cluster is oriented in accordance with a predetermined direction of gross shear motion of the stud cluster and each stud cluster is dimensioned in accordance with the distribution of forces applied to the sole during ground contact.

FIELD OF THE INVENTION

The field of this invention relates to soles for footwear, and inparticular, but not exclusively, soles for use in sports andrecreational footwear.

BACKGROUND

To improve traction (grip) of footwear such as walking boots, runningshoes, football boots etc., the soles commonly have a plurality of studs(sometimes referred to as cleats) extending from the bottom surface ofthe sole. The studs are normally spaced apart from one another.

When the wearer of the sole walks or runs etc., upon ground contact, thestuds are designed to penetrate or otherwise interact with the ground,so as to inhibit sliding of the footwear over the ground. As the studscontact the ground, a force is applied to the studs in a directionnormal to the bottom surface of the shoe sole, counteracting thewearer's weight, and also in shear directions, i.e. in a directionsubstantially parallel to the bottom surface of the sole. The forceapplied in the shear direction may be, effectively, a ‘braking force’ or‘accelerating force’, which inhibits or effects, respectively, furthermovement of the studs with respect to the ground.

However, with this conventional stud arrangement, the studs have apropensity to pivot about the connection point between the stud and thesole. This effect is exemplified in FIGS. 1 a and 1 b. FIG. 1 a shows aconventional stud 12 fixed to a sole 11 prior to application of the‘braking force’. FIG. 1 b, shows the position of the stud once thebraking force is applied; the stud 12 has pivoted about a connectionpoint 13 between the stud 12 and the sole 11. As can be seen, thispivoting causes deformation of the sole, which can cause discomfort tothe wearer. Furthermore, the angle of the leading surface 12 a of thestud 12, which opposes the braking force, has changed. The surface 12 ahas tilted substantially, and the effectiveness of the stud to providetraction has therefore decreased.

Conventional studs are usually frusto-conical in shape, tapering towardstheir distal ends. This tapering increases the studs' ability topenetrate the ground upon ground contact. In general, the smaller thestuds, the better they are at ground penetration (at any givenpenetration force). However, the smaller the studs are, in general, theworse they are at coping with the forces applied to them upon groundcontact.

Japanese Patent Application No. JP2002-272506 discloses a studarrangement in which studs are arranged in clusters. Each cluster hasthree studs linked by connection elements. The purpose of thisarrangement is to reduce the ‘push-up feeling’, i.e. the discomfortcaused by forces transmitted from the studs to the sole of the wearer'sfoot, when the studs contact the ground, since the forces are spreadacross the studs of the stud cluster, and thus over a wider area.

European patent application No. EP 1234516 discloses a sole structurefor a football shoe that is divided into six portions having differentrigidities. Sole pressure distribution diagrams are used to determinethe appropriate rigidity for each portion. Blade-shaped studs are placedon the sole structure only at areas of high pressure, and theorientation of the blade-shaped studs is based on ‘active directiondistribution diagrams’ so as to sustain forces applied from the groundto the foot.

Definitions

In this description, the term “bottom surface” is used to describe thesurface of the sole that contacts the ground in use, either directly orvia the studs. The terms “heel region”, “midfoot region” and “toeregion” are used to describe the regions of the bottom surface of thesole, which, in use, are adjacent the heel, midfoot and toes/ball,respectively, of the sole of the wearer's foot. The “toe end” and the“heel end” of the sole should be construed accordingly. The terms“medial side” and “lateral side” are used to describe the sides of thesole, which, in use, are nearest the medial (inside) and lateral(outside) of the wearer's foot respectively. The term “forwarddirection” is used to describe a direction extending substantially fromthe heel end to the toe end of the sole and the term “backwarddirection” should be construed accordingly. The terms “forward of” and“backward of”, used to describe relative positioning of the studs,should be construed accordingly. The term “sideways direction” of thesole is used to describe a direction substantially perpendicular to theforward and backward directions, in a direction substantially parallelto the bottom surface of the sole.

STATEMENTS OF INVENTION

It is a general proposition of the invention to provide a sole for ashoe having stud formations of different dimensions and/or orientationsat predetermined locations of the sole.

According to a first aspect of the present invention, there is provided:

-   -   a sole for a shoe having a bottom surface with a plurality of        stud formations extending therefrom,    -   wherein the stud formations are dimensioned and in accordance        with the distribution of forces applied to the sole during        ground contact.

Preferably, the stud clusters are oriented in accordance with thedistribution of forces applied to the sole during ground contact.

The stud formations may be individual studs, or, preferably, studclusters, each stud cluster comprising at least two studs connected viaone or more connection elements. Preferably, the stud clusters aredimensioned in accordance with the typical distribution of forcesapplied to the sole during ground contact.

The stud formations may be dimensioned directly in proportion with theforces, preferably the peak and/or average forces, applied to the regionof the sole at which they are located, during ground contact. Groundcontact occurs when a wearer of the sole (more specifically a wearer ofa shoe or boot bearing the sole) takes a step onto the ground whilstwalking, jogging or running etc.

The force direction and magnitude may be determined using a force platesuch as the Kistler Type 9287B. A wearer of a shoe may step on the plateduring a running, walking step etc., and the direction and magnitude ofthe forces applied across the sole during ground contact may be measuredusing the plate. As an alternative, or in addition, the wearer may stepon a pressure sensor pad system. The wearer may step on the pressuresensor pad barefooted, or the pressure sensor pad may be placed insidethe shoe, to determine the forces that are applied to the sole of theshoe directly from the wearer's foot, or to the wearer's foot, duringground contact.

Preferably, the stud formations are dimensioned in accordance with thepeak forces at their respective position of the sole during groundcontact.

The force distribution over the sole may vary depending on the activityin which the sole is used. For example, if the sole is used for running,the pressure force distribution will normally be different from that ofa sole used for walking or used in ‘lateral sports’ such as tennis orbasketball. Accordingly, in the present invention, the size and/ororientation of the stud formations may be optimised depending on theintended activity for the sole.

Preferably, the stud formations located at regions of the sole which aresubject to higher forces during ground contact are larger than the studformations located at regions of the sole subject to lower forces duringground contact.

In this description, a stud cluster may be larger than another studcluster by having one or more larger studs than the other stud cluster,and/or one or more larger connection elements. Preferably, larger studsand connection elements have a greater spatial extent over theircross-section than smaller studs and connection elements.

Normally, the larger the stud formations, the better they are ofcounteracting the applied force. However, normally, the larger the studformations, the harder it is for the studs to penetrate the ground.Therefore, in the preferred embodiment of the first aspect of thepresent invention, by dimensioning the stud formations in accordancewith the force distribution, the balance between counteracting theapplied force and having good ground penetration can be optimised.

It has been found that, when the sole is used for running, for example,the forces applied to the sole are higher at a central area, e.g.towards the mid-line, of the sole than the forces applied at theperiphery of the sole. Thus, the stud formations located at the centralarea of the sole may have larger dimension than the stud formationslocated at the periphery of the sole. In view of this, the studformations located at the central area of the toe region of the sole,e.g. at a region beneath the ball of the foot (1^(st) and 2^(nd)Metatarsal-phalangeal joint), may have larger dimension than the studformations located at the periphery of the toe region of the sole and/orthe stud formations located at the central area of the heel region ofthe sole may have larger dimensions than the stud formations located atthe periphery of the heel region of the sole.

It has been found that, when the sole is used for walking, for example,the forces applied to the sole are more evenly distributed across thesole than when the sole is used for running. Accordingly, the studformations may be similar in dimension at the central region andperiphery of the sole.

The connection elements of the stud clusters may transfer forces betweenthe studs. The connection elements may act, effectively, as support barsor buttresses for the studs of the stud clusters.

When a wearer is walking or running forward, upon ground contact (duringa step) forces act between the sole and the ground in generally verticaldirection (i.e. a direction substantially normal to the bottom surfaceof the sole) and in a generally shear direction (i.e. a directionsgenerally parallel to the bottom surface of the sole). The direction ofthe shear force may be determined for each stud cluster at a given timeduring ground contact (e.g. by using the Kistler platform discussedabove or by other methods discussed below). Accordingly, the studclusters may be oriented to give the most effective braking andaccelerating characteristics to the sole.

In more detail, the studs of the stud clusters may penetrate the groundand push against the ground during a step. A direction of gross shearmotion may be determined for all the stud clusters. The direction ofgross shear motion is the direction of the dominant shear force, whichis applied to the ground by the stud cluster at a given time duringground contact, or is an average of the dominant force direction over aperiod of time during ground contact. The given time during groundcontact may be during the initial contact phase, the stance phase or thepropulsive phase of ground contact. If the direction is averaged over aperiod of time, the period of time may cover one or any combination ofthe initial contact phase, the stance phase or the propulsive phase ofground contact. The initial contact phase is the part of a step in whicha (usually backward oriented) braking force is applied to the studclusters by the ground, inhibiting further movement thereof, and thepropulsive phase is the part of the step in which a (usually forwardsoriented) force is applied to the stud cluster by the ground, enablingthe next step to be taken. The stance phase is intermediate of theinitial contact and propulsive phases.

The direction of gross shear motion of each stud cluster may not be thesame. The direction may depend on the position of the stud on the sole,and the type of motion of the wearer—running, jogging, walking (uphill,downhill, on flat ground etc.), lateral sport, e.g., basketball andtennis etc. Thus, different gross shear motion directions can bepredetermined for a variety of stud clusters depending on theirpositions on the sole, and depending on the intended purpose of thesole. For example, if the sole is intended for running, the direction ofgross shear motion of all the studs clusters may be orientedsubstantially forward (i.e. in a direction extending from the ‘heel’ tothe ‘toe’ of the shoe sole). However, if the shoe sole is intended fortrekking, although the directions of gross shear motion of the studclusters nearest the toe end of the sole may be oriented substantiallyforward, the directions of gross shear motion of the stud clusterstoward the heel end of the shoe sole may be oriented in a more sidewaysdirection. Conversely, if the shoe is intended for tennis, the directionof gross shear motion of the stud clusters nearest the heel end may beoriented substantially forward, and the directions of gross shear motionof the stud clusters toward the toe end may be oriented in a moresideways direction.

The direction of gross shear motion of the stud may be determined usinga force platform, such as the “OR6-6” force platform made by AdvancedMechanical Technology, Inc., which can measure the scale (and direction)of the forces on the sole in relation to time using a plurality ofstrain gauges.

According to the present invention, the orientation and arrangement ofthe studs in each cluster may be arranged so as to optimise the studs'behaviour when subject to forces (pressures) upon ground contact.

According to a second aspect of the present invention, there is provideda shoe sole having a bottom surface with a plurality of stud clustersextending therefrom, each stud cluster comprising at least two studsconnected via one or more connection elements, wherein each stud clusteris oriented in accordance with a predetermined direction of gross shearmotion of the stud cluster.

Preferably, the stud clusters comprise a primary stud and one or moresecondary studs. The primary stud may be configured to bear the mostforce of all the studs of the stud cluster during ground contact.Preferably, therefore, the primary stud is larger than the secondarystud(s). The primary stud may be considered as the dominant stud. Theremay be any number of dominant and primary studs.

Preferably, the secondary studs trail the primary stud in thepredetermined direction of gross shear motion of the stud cluster.

In its most simple arrangement, the stud cluster comprises only twostuds: a primary stud and a secondary stud, with a single connectionelement joining the two studs together. With this arrangement, if thesecondary stud trails the primary stud in the predetermined direction ofgross shear motion of the stud cluster, the primary stud will normallyencounter the largest shear force first and, upon contacting withground, the primary stud will be pressed toward the secondary stud.Without the connection element and secondary stud, the primary studwould have a propensity to rotate upon ground contact, pressing the soleup into the wearer's foot (as described above with reference to FIG. 1).However, the connection element and the secondary stud act, essentially,as a buttress to the primary stud, reducing or eliminating any pivotingof the primary stud. This improves comfort for the wearer, by reducingthe penetration of the studs through the sole of the shoe and reducingthe occurrence of areas of high pressure at the shoe-foot interface, andit improves the grip of the studs.

The primary stud and the secondary stud may both lie on a line parallelto the predetermined direction of gross shear motion of the studcluster. However, in this aspect of the invention, the secondary stud isconsidered to trail the primary stud if it lies to the rear of a lineperpendicular to the axis parallel to the direction of gross shearmotion of the stud cluster.

The stud clusters may take a more complicated arrangement. For example,at least one stud cluster of the shoe sole may be V-shaped, wherein theprimary stud is situated at the apex of the V-shape and is connected bytwo connection elements to two secondary studs located, respectively, atthe two ends of the V-shape.

With this arrangement, the primary stud has two buttresses, as opposedto the single buttress described above with respect to the simpler studcluster. Accordingly, increased support to the primary stud is provided.This arrangement also provides support to the primary stud from forcesacting at an angle to the direction of gross shear motion of the studcluster.

Preferably, the secondary studs lie either side of an axis parallel tothe predetermined direction of gross shear motion of the stud cluster,which extends through the primary stud, and preferably the secondarystuds are equidistant from this axis.

The V-shaped stud cluster may comprise, additionally, a tertiary stud.The tertiary stud is connected to the primary stud via a furtherconnection element and may lead the primary stud in the predetermineddirection of gross shear motion of the stud cluster. Since it leads theprimary stud in this direction, the tertiary stud will normally contactthe ground before the primary stud. Preferably, the tertiary stud issmaller than the primary stud, making it more suitable for groundpenetration. Thus, the tertiary stud may be considered as an initialground penetration stud. The tertiary stud may be the same size and/orshape as the secondary studs.

A number of other arrangements of studs and connection elements in eachstud cluster are conceived. For example, at least one stud cluster ofthe sole may be quadrilaterally-shaped, having four studs connected in aloop by four connection elements, one of the studs being a primary stud,and the other studs being secondary and/or tertiary studs. The number ofstuds within each stud cluster is not intended to be limited, nor is theratio of primary to secondary studs.

Stud clusters may be linked. For example, a plurality of V-shaped studclusters may be linked in a general zigzag arrangement. The studclusters may share secondary studs to facilitate this arrangement.

As mentioned above, if the shoe sole is intended for running forexample, the predetermined directions of gross shear motion of the studclusters are usually oriented substantially in the forward-backwarddirection. Thus, in this scenario, if the secondary stud trails theprimary stud in the predetermined direction of gross shear motion, theprimary stud in each stud cluster will be forward of the secondarystud(s).

As also mentioned above, if the shoe sole is intended for trekking,although the predetermined directions of gross shear motion of the studclusters toward the toe end of the shoe sole are oriented substantiallyforward, the predetermined directions of gross shear motion of the studclusters toward the heel end of the shoe sole are oriented in a morelateral direction. Thus, in this scenario, if the secondary stud trailsthe primary stud in the predetermined direction of gross shear motion,the primary stud in each stud cluster will be forward of the secondarystud(s) at the toe region of the sole, but will be less so in the studclusters at the heel region of the sole. In fact, the secondary studs atthe heel region may be forward of the primary studs of the respectivestud cluster (i.e., closer to the toe end of the sole than the primarystud), even though they trail the primary stud in the predetermineddirection of gross shear motion.

According to a third aspect of the present invention, there is provideda shoe sole having a bottom surface with a plurality of stud clustersextending therefrom, each stud cluster comprising a primary studconnected via one or more connection elements to a secondary stud,wherein the primary stud is larger than the secondary stud.

The studs according to the aspects of the present invention may take avariety of cross-sectional shapes (the cross-section of the studs lyingon a plane generally parallel to the bottom surface of the sole). Forexample, when more gradual braking is needed at high movementvelocities, the studs may have an elliptical cross-section shape, with asteeply-curved leading end (the end leading in the direction of grossshear motion, which is normally the first end of the stud to resist theground shear forces in a braking action during ground contact), or betriangular or diamond shaped with a wedge-like leading end. As anotherexample, when greater breaking performance is required at lower orhigher movement velocities (and when ground penetration may not be anissue), the stud may have a flat leading end. It may therefore take theform of a square or rectangle for example. Where the stud is intendedfor ‘multipurpose’ use, it may have a cross-sectional shape which isessentially a compromise between those of the aforementioned examples,such as a circular cross-sectional shape, with a reasonablyshallow-curved leading end.

DETAILED DESCRIPTION

Embodiments of the present invention are now described with reference tothe accompanying drawings, in which:

FIGS. 1 a and 1 b show the behaviour of a discrete stud subject to abraking force;

FIG. 2 a shows a graph of the peak pressure distribution across a soleduring ground contact in a step;

FIG. 2 b shows a bottom view of a sole according to a first embodimentof the present invention;

FIG. 3 a shows a graph of the forces applied to the sole during groundcontact in a running step;

FIG. 3 b shows another bottom view of the sole of FIG. 2 b;

FIG. 4 a shows a side view of an alternative stud cluster according tothe present invention;

FIG. 4 b shows a plan view of the stud cluster of FIG. 4 a;

FIG. 5 shows the direction of gross shear motion across a sole accordingto a second embodiment of the present invention;

FIGS. 6 a, 6 b and 6 c show plan views of alternative stud clustersaccording to the present invention;

FIG. 7 a to 7 e show various views of an alternative stud clusteraccording to the present invention; and

FIGS. 8 a, 8 b and 8 c show plan views of alternative stud clustersaccording to the present invention;

FIGS. 9 a, 9 b and 9 c, show plan, lateral side and medial side viewsrespectively of the sole according to the first embodiment of theinvention; and

FIGS. 10 a, 10 b and 10 c, show plan, lateral side and medial side viewsrespectively of the sole according to the second embodiment of theinvention.

FIG. 2 a shows a pressure distribution graph 2 (or ‘map’), i.e. a 3Dplot of the force per unit area, applied to the sole. of a foot in ashoe during the ground contact phase of a running step.

The graph's peaks or high points, e.g. as indicated by reference numeral21, and low points, e.g. as indicated by reference numeral 22, indicateareas of the sole that are subject to, respectively, higher and lowerpeak pressures/forces during the ground contact phase of a step.

FIG. 2 b shows a sole 3 for a shoe according to a first embodiment ofthe present invention. An enlarged version of this sole 3 is shown inFIG. 9 a, along with lateral and medial side views of the sole 3 inFIGS. 9 b and 9 c respectively. The sole 3 has a bottom surface 31, witha toe end 32 and a heel end 33, a medial side 34 and a lateral side 35.The sole is intended to be used in a running shoe. The bottom surface ofthe sole has three main regions: a toe region 36; a midfoot region 37and a heel region 38.

The bottom surface 31 includes a plurality a stud formations extendingtherefrom. In this embodiment, the stud formations are V-shaped studclusters 4 each comprising a primary stud 41 and two secondary studs 42,connected via connection elements 43. Single, discrete studs 4 a arealso distributed across the sole 3.

As can be seen in FIG. 2 b, the stud clusters are not all the same size.The stud clusters 4 are dimensioned in proportion to the peakpressure/forces applied to the part of the sole at which they arelocated, as determined from the pressure distribution graph 2 of FIG. 2a.

The arrows 23 point out a part of the pressure distribution graph 2 thatis associated with a particular stud cluster 4′. The stud cluster 4′ islocated at a middle (central) area of the toe region 36 of the bottomsurface 31. This part of the pressure distribution graph is at a highpoint 21 of the graph, and, accordingly, the associated stud cluster 4′is the largest stud cluster 4 of the sole 3.

The arrows 24 point out a part of the pressure distribution graph 2associated with a different stud cluster 4″. The stud cluster 4″ islocated at the periphery of the toe region 36 of the bottom surface 31.As can be seen, this part of the pressure distribution map is a lowpoint of the map, and, accordingly, the associated stud cluster 4″ isone of the smaller stud clusters 4 of the sole 3.

FIG. 3 a shows a graph of the forces applied to the sole 3 over thecourse of ground contact during a running step along a centrallongitudinal axis of the sole 3, generally indicated by dotted line A-Ain FIG. 3 b. The graph has two peaks, ‘P1’ and ‘P2’. Peak ‘P1’ occursduring the initial contact phase between the heel region 38 of the sole3 and the ground, between 50 and 100 milliseconds after initial groundcontact. Peak ‘P2’ occurs during the propulsive phase between the toeregion 36 and the ground, after approximately 80% of the ground contactperiod. As can be seen, P2 is higher than P1 (at higher speeds, thispattern would normally be reversed). This disparity correlates with thepeak pressures shown in the pressure distribution graph 2 (FIG. 2 a),where the peak pressure 21 at the toe region in the graph 2 is higherthan the peak pressure 21 a at the heel region of the graph 2. In thegraph of FIG. 3 a, the force approaches zero at approximately 0.22seconds, when the sole no longer contacts the ground.

Arrows 25 point out a part of the graph associated with the stud cluster4′. This part of the graph is approximate peak P2, which is the highestpeak of the graph. This is in conformity with stud cluster 4′ being thelargest stud cluster 4 as described above.

Arrows 26 point out the part of the graph associated with the studcluster 4″, which is located at the toe end 32 of the sole 3. The forceis almost zero at this point. This is in conformity with stud cluster 4″being one of the smallest stud clusters 4 as described above. In thefirst embodiment, the primary stud 41 and the secondary studs 42 of eachV-shaped stud cluster 4 has a generally elliptical cross-section (in aplane substantially parallel to the bottom surface 31 of the sole 3).The connection elements 43 are elongated bars with flat bottom surfaces431 and parallel sides 432. The primary stud 41 is located at the apexof the V-shape, and the secondary studs 42 are located at the two endsof the V-shape.

FIGS. 4 a and 4 b show an alternative stud cluster 5 to the stud clustershown in FIGS. 2 b and 3 b. The stud cluster 5 is V-shaped, like thestud cluster 4 of the first embodiment, but it differs from the studcluster 4 in that it comprises a frustro-conical primary stud 51 andfrustro-conical secondary studs 52. The connection elements 53 arebowed. Looking at FIG. 4 a, the connection elements 53 rise up towardthe primary and second studs 51, 52 (they extend from the bottom surface31 of the sole 3 to a greater degree as they approach the primary andsecondary studs 51, 52). However, at no point do the connection elementsextend beyond the primary and secondary studs 51, 52. This arrangementpermits good contact to be made between the connection elements 53 andthe primary and secondary studs 51, 52, for efficient transferral offorce therebetween, but ensures that the primary contact between thestud clusters 5 and the ground is via the primary and secondary studs51, 52, rather than the connection elements.

Arrow 27 indicates a possible direction of gross shear motion for thestud cluster 5 in FIG. 4 b. In general, the direction of gross shearmotion 27 corresponds to the direction of the dominant force, runningparallel to the bottom surface of the sole, which is applied to theground by the stud cluster 5 at a given time during ground contact, oris an average of the dominant force direction over a period of timeduring ground contact. For this particular stud cluster 5, the directionof gross shear motion indicated by arrow 27 has been determined duringthe initial contact phase of ground contact of a walking or runningstep, where the force applied to the ground by the stud clustergenerates a strong reactionary braking force which is applied to thestud cluster by the ground. In this instance, the braking force isdirected in an opposite direction to the direction of gross shearmotion. To deal effectively with the braking force, the stud cluster 5is oriented so that the secondary studs 52 trail the primary stud 51 inthe direction of gross shear motion of the stud cluster, and thesecondary studs lie either side of an axis (line B-B), parallel to thedirection of gross shear motion of the stud cluster, which extendsthrough the primary stud 51. The secondary studs 52 are equidistant fromthis axis.

Accordingly, when the braking force is applied to the primary stud 51during ground contact, this force is directed efficiently through theconnection elements 53, to the secondary studs 52. Effectively, theconnection elements 53 and secondary studs 52 act as buttresses to theprimary stud 51.

Due to the orientation of the connection elements 53, a fraction of thebraking force is applied directly to the outer sides 531 a of theconnection elements 53. Therefore, the outer sides 531 a of theconnection elements 53 offer additional braking surfaces for the studcluster 5. This arrangement permits forces to be distributed more evenlyover the whole of the stud cluster 5, reducing the burden on any oneparticular part of the stud cluster 5.

During the propulsive phase of ground contact of a running or walkingstep, the propulsive force is usually applied to the stud cluster 5 bythe ground in a direction opposite to the braking force. Accordingly,the inner sides 531 b of the connection elements 53 offer additionalpropulsive surfaces for the stud cluster 5. Once again, this arrangementpermits forces to be distributed more evenly over the whole of the studcluster 5, reducing the burden on any one particular part of the studcluster 5.

Reference should now be made to FIG. 5, which shows a sole 9 a,according to a second embodiment of the invention, with the direction ofgross shear motion across the sole 9 a, when the sole 9 a is used forwalking or trekking, indicated by the arrows 27. An enlarged version ofthis sole 9 a is shown in FIG. 10 a, along with lateral and medial sideviews of the sole 9 a in FIGS. 10 b and 10 c respectively. The sole 9 ahas a plurality of V-shaped stud clusters 9 with primary studs 91connected via connection elements 93 to secondary studs 92, similar tostud clusters 4 as already described above. The primary studs 91 havegenerally hexagonal cross-sections (in a plane substantially parallel tothe bottom surface 31 of the sole 3). The secondary studs 92 havegenerally rectangular cross-sections, with a cut-off corner. This shapeof studs 91, 92 offers good braking performance. The stud clusters 9 aredimensioned according to pressure distribution, in a similar way to thestud clusters 4 described above in relation to FIGS. 2 b and 3 b.However, since the sole 9 a is intended for trekking or walking, andforces are distributed more evenly across a sole during walking therunning, the range of sizes of the stud clusters 9 is less varied thanthe stud clusters 4.

As can be seen, within each stud cluster 9, the secondary studs 92 trailthe respective primary stud 91 in the direction of gross shear motion atthat part of the sole 9 a. Since the direction of the gross shear motionchanges across the sole 9 a, the orientation of the stud clusters 9 alsochanges across the sole, permitting the stud clusters 9 to deal with theforces applied to them effectively (as described above with respect tostud cluster 5 of FIGS. 4 a and 4 b). The stud clusters 4 in the firstembodiment of the invention have also been oriented in view of theirrespective directions of gross shear motion under the same principles.

The direction of gross shear motion at the heel region 98 of the sole 9a is generally sideways (lateral to medial in direction), whereas thedirection at the toe region 96 is more forward (posterior to anterior indirection). Accordingly, the primary stud 91 in each stud cluster 9 isforward of the secondary studs 92 at the toe region of the sole 96, butis less so in the stud clusters 9 at the heel region 98 of the sole 9 a.

FIGS. 6 a to 6 c show alternative configurations of the stud clustersaccording to the present invention.

The stud clusters 6, 6′ and 6″ of FIGS. 6 a to 6 c are all V-shaped,with primary studs 61, 61′, 61″ connected to secondary studs 62, 62′,62″ via connection elements 63, 63′, 63″. However, the cross-sectionalshape of the primary studs 61, 61′, 61″ and secondary studs 62, 62′, 62″are different.

In FIG. 6 a, the primary studs 61 and secondary studs 62 of the studcluster 6 have square cross-sections. The studs 61, 62 have a generallyflat leading ends 611, 621. Accordingly, the studs offer good resistanceto the ground, and therefore offer greater braking potential.

In FIG. 6 b, the primary studs 61′ and secondary studs 62′ of the studcluster 6′ have elliptical cross-sections with steeply curved (almostpointed) leading ends 611′, 621′. Accordingly, the studs offer lessresistance to the ground than the studs of FIG. 6 a but are better atpenetrating the ground. Such stud clusters 6′ are considered appropriatewhere a degree of ‘give’ between the studs and the ground is desirable,e.g. to prevent injury to the wearer.

In FIG. 6 c, the primary studs 61″ and secondary studs 62″ of the studcluster 6″ have circular cross-sections, a compromise between therectangular and elliptical cross-sections. Accordingly, the stud cluster6″ is considered more of a ‘multipurpose’ stud cluster.

In FIG. 7 a, another ‘multipurpose’ stud cluster 7 is shown. This studcluster 7 is V-shaped, with a primary stud 71 connected via connectionelements 73 to secondary studs 72. This stud cluster 7 is similar to thestud cluster 4 of FIGS. 2 b and 3 b, but is less angular in nature—(theprimary stud 71 it has a more curved leading end 711. Sectional profilesof the stud cluster along lines A-A, B-B, C-C and D-D are shown in FIGS.7 b, 7 c, 7 d and 7 e respectively.

FIGS. 8 a to 8 c show further alternative configurations of the studclusters according to the present invention.

In FIG. 8 a, the stud cluster 8 comprises a primary stud 81 connectedvia a connection element 83 to only one secondary stud 82. The directionof gross shear motion of the stud is indicated by the arrow 27. Sincethe secondary stud 82 trails the primary stud 81 in the direction ofgross shear motion of the stud cluster 8, forces can be transferredefficiently from the primary stud 81 to the secondary stud 82, in asimilar way to the V-shaped stud clusters. However, since only onesecondary stud 82 (and connection element 83) is used, this stud clusteris cheaper and easier to manufacture. The stud cluster 8 may be employedwhere less support to the primary stud 81 is necessary.

In FIG. 8 b, the stud cluster 8′ has a primary stud 81′ and secondarystuds 82′ arranged in a V-shape. However, unlike V-shaped stud clustersdiscussed above, the stud cluster 8′ comprises, additionally, a tertiarystud 84′, connected via a connection element 83′ to the primary stud81′. The tertiary stud 84′ is similar in size and shape to the secondarystuds 82′, but it leads the primary stud 81′ in the direction of grossshear motion of the stud cluster 7′, indicated by arrow 27. The tertiarystud 84′ is intended to contact the ground before the primary stud 81′during the ground contact of a step. The tertiary stud 84′ is smallerthan the primary stud 81′, making it more suitable for groundpenetration than the primary stud 81′. Thus, the tertiary stud 84′ maybe considered as an initial ground penetration stud, improving thepenetration performance of the stud cluster 8′.

In FIG. 8 c, the stud cluster 8″ has a primary stud 81″ and threetertiary studs 84″, but no secondary studs. This stud clusterconfiguration offers excellent lateral cutting action brakingperformance. Furthermore, since the tertiary studs 84″ are connected tothe primary stud, and to each other, via connection elements 83″, thetertiary studs 84″ offer significant support to the primary stud 81″,primarily by the transmission of forces in a tensile manner. The studcluster 8″ is shown located toward the medial side of the toe region ofa sole 8 a.

1. A shoe sole having a bottom surface with a plurality of stud clustersextending therefrom, each stud cluster comprising at least two studsconnected via one or more connection elements, wherein each stud clusteris oriented in accordance with a predetermined direction of gross shearmotion of the stud cluster.
 2. The shoe sole of claim 1, wherein thestud clusters comprise a primary stud and one or more secondary studs,and wherein the primary stud is larger than the secondary studs.
 3. Theshoe sole of claim 2, wherein the stud clusters are V-shaped, theprimary stud being located at the apex of the V-shape and beingconnected by two connection elements to two secondary studs located,respectively, at the two ends of the V-shape
 4. The shoe sole of claim3, wherein the secondary studs trail the primary stud in the directionof gross shear motion of the stud cluster.
 5. The shoe sole of claim 3,wherein the secondary studs lie either side of an axis parallel to thepredetermined direction of gross shear motion of the stud cluster, whichextends through the primary stud.
 6. The shoe sole of claim 2, whereinthe stud clusters comprise a tertiary stud connected to the primary studvia a further connection element and which leads the primary stud in thepredetermined direction of gross shear motion of the stud cluster. 7.The shoe sole of claim 2, wherein, in each stud cluster, the primarystud is positioned substantially forward of the secondary studs on thebottom surface of the shoe sole.
 8. The shoe sole of claim 2, wherein,in each stud cluster at the toe end of the sole, the primary stud issubstantially forward of the secondary studs, and, in each stud clusterat the heel region of the sole, the primary stud is positionedsubstantially sideways of the secondary studs.
 9. The shoe sole of claim2, wherein, in each stud cluster at the toe end of the sole, the primarystud is substantially backward of the secondary studs and in each studcluster at the heel end of the sole, the primary stud is substantiallyforward of the secondary studs.
 10. The shoe sole according to claim 1,wherein the studs have a cross-sectional shape which is elliptical,circular, square, rectangular, triangular, or diamond-shaped.
 11. Theshoe sole according to claim 1, wherein the stud clusters aredimensioned in accordance with the distribution of forces applied to thesole during ground contact.
 12. The shoe sole according to claim 11,wherein the stud clusters are dimensioned in proportion with the peak oraverage forces applied to the region of the sole at which they arelocated during ground contact.
 13. A method of manufacturing a shoe solehaving a bottom surface with a plurality of stud clusters extendingtherefrom, each stud cluster comprising at least two studs connected viaone or more connection elements comprising the steps of: providing ashoe sole determining a direction of gross shear motion during groundcontact for each of a plurality of stud clusters to be located on theshoe sole; and orienting each stud cluster on the bottom surface of theshoe sole in accordance with the direction of gross shear motion of thestud cluster.
 14. A sole for a shoe having a bottom surface with aplurality of stud formations extending therefrom, wherein the studformations are dimensioned in accordance with the distribution of forcesapplied to the sole during ground contact.
 15. The sole of claim 14,wherein the stud formations are dimensioned in proportion with the peakor average forces applied to the region of the sole at which they arelocated, during ground contact.
 16. The sole of claim 14, wherein thestud formations are individual studs or stud clusters, each stud clustercomprising at least two studs connected via one or more connectionelements.
 17. The sole of claim 4, wherein the stud formations locatedat regions of the sole which are subject to higher forces during groundcontact are larger than the stud formations located at regions of thesole subject to lower forces during ground contact.
 18. The sole ofclaim 17, wherein the stud formations located at the central area of thesole have larger dimension than the stud formations located at theperiphery of the sole.
 19. The sole of claim 17, wherein the studformations are similar or identical in dimension at the central regionand periphery of the sole.
 20. The sole of claim 14, wherein the studformations are oriented in accordance with a predetermined direction ofgross shear motion of the stud formation.
 21. A method of manufacturinga shoe sole having a bottom surface with a plurality of stud formationsextending therefrom, comprising the steps of: providing a shoe soledetermining the distribution of forces applied to the sole during groundcontact; and forming stud formations on a bottom surface of the shoesole which are dimensioned in accordance with the distribution of forcesapplied to the sole during ground contact.
 22. A shoe sole having abottom surface with a plurality of stud clusters extending therefrom,each stud cluster comprising a primary stud connected via one or moreconnection elements to one or more secondary studs, wherein the primarystud is larger than the secondary studs.